HomeMy WebLinkAboutBLD96-00377 Final Garage - BLD Permit / Conditions - 10/31/1996 MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
E3 IJ 1 1- [,-1) 1 N 423 P E R M 1 'T FOR INSPECTIONS CALL 427-96'70
BETWEEN 5pm AND gam 427-7262
BI_D96-0377 PARCEL t322021390032 PLAT : DIV 0 BL-K :? LOT :7
JOB ADDRFSSt NE 321 DEWATTO AD TAHUYA
OWNER ;: RAY GARFINER 922--8435
CONTRAC i 0fl c
LEGAL t TR 3 OF GOV'T LOT 2
CLASS OF WORK , . :NEW BFDR r 0 .Br.TN r 0 iYPI A1101141 9T HATE NECEIF1 TYPE A&DONT BY DATE RECEIPT
TYPE OF USE: . . . . :ACC STOR I E S , ,
OCCUP . GROUP . . . r'1 BLDG. HE I GHT . . t 0 Oft Nit 1 I?.## TN 95117196 M43
TYPE OF CONST . .,:7 F 1 REPLACES . . t 0 PLANT 1 121.50 TN 05167196 41843 +
OC(:IFP , LOAD . . . 0 WOODSTOVE,S . . . . . 0 PECK 1 46.6d TN 05117196 41143
DWE:I.L .UN i TS t. 0 PARK I Nr SPACES t 0 STFE 1 4.50 TI 0111196 41843
INSPECTION ARF'At i SHORE LINf7 ,: tY JENCP 1 26,00 TN 05107196 41143 TOTALt 242.60 VAIULAIIONt 0
SETRAC KS- __ ___.,_...__.`�� TOIL..EYTS : . . : : . . . . . i fJ FUEL TYPES_ __ _ ._____. BOILERS/COMP-_-- MOBILE HOME__
FRONT , . . 0 .0ft BATH BASINS — — ,, 0 t 0-3 HP . t 0
*� REAR . . . O ,Oft BATH TUBS . . . . . . . . : 0 3-15 HP . t 0 MODELt
w
SIDE` 1 ) . O .0 F t :.;HOWE:FPS . . . . . . . . . . : 0 FIJRN -. 1 OOK STU : 0 15. 30 HP . : 0 - MAKE- -
S I DE (2 ) . O .Oft WA Tk'P HEATERS . . . . - 0 F URN -100K BTU c 0 10-50 HP . : 0
SHRL. I NF . 0 .cif t CLOTHES WASHERS , . t 0 FORN - F L 0OR . . . : 0 `.i0+ HP . t 0 -YEAR...
AREA -_____ ___._ _._____. KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0
LOT SIZE . . . FLOOR DPAINS . . . . t 0 VENT SYSTEMS . . , . 0 FVAP COOLERSt 0 LFNGT11t 0
BUILDING . . . ; 0sf DRINKING FOUNT . . . ; 0 VENT FANS . . . . . . ; 0 HOODS . , . , . . . : 0 WIDTH . t 0
BASEI:IEOT . . . t fAsaf LAUNDRY rRAYC: . . . . c 07 DOMES . 1 NC I N ;0
DECKS _ 09f DISHWASHERS . . . . . . c 0 AIR HANDL i NC, t►N I TS-- COMML. . i NC i N :0
GAR/CARPcG 1080gf GARB DISPOSALS . . . a 0 — 10000 'jfm ' t 0 RFI.00IRE:PAIR t 0
AT/f)T . tD URINALS . . . . . . . . . . t 0 > 10000 ofm . t 0 OTHER UNITS . ; 0
M I SC PLM F' I XTURE,1 t 0 GAS OUTLETS . t 0
•�, :mismns-erm^-:-nxz::e:a.:.rsrzs-sm..'sna. - ..m�.N,a..na.sr+nr:.acts:r.•:mes.•ra�h�acarxmc�case.�vsns+:*•w.��.,--._..,_ .aran+Mr.--^�xsem,nx:.asc=s
PRbJFCT DESCAIPTION:HARAGT '
PNOJECI 10CAT.141c101TH SNORE RD kiiiNi 41 TA49YAR DENATTO LEFT ON DENATTO IANBYA ?ND SiPfFT rkST TANUYA RIVER) RIGNT ON OE/A110 PO PROP ACROSS STAFEI fRON EST
IFE LAM' ROAD
?HIS PER1111 Pi ONES NUIL AN VOID It WORK Ati CON TNVC1100 ANTNORIIED IS 001 CO1iNENCfD 111010 lot DAY . ON II CONSTRUCTION 09 'PORK IS SUSPENDED [oilA PFRIOD
-Of 181 DAYS AT ANY TINE AFT N 1019 18 CONMENCFO. EVIDENCE OF CONTINNAIION Of NSNK IS A PROGRESS I NITNiN T f 190 DAY PfOlOh. f111A1 INSPECTION NYST BE
APPROVED AEfONE h6tlDIN6 N E 000101fD.
ONNfR..011 AGENT t
810 PR11, rev! 03131111 COMPI. I ANCIE TO ATTArI1E0rh"GONE)I 4 N. I S REQUIRED
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date G- / � -If(, by '^— Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date PLUMBING by date by date by
Attic OTHER
Groundwork
date by date by
D W WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date / _3 �l by date by
110 7f-eD4(:�3 1 t/ I r�e r) 'f rrrnc.✓'L c
Ho I c nl cc-, i 5 a r Der P..A a �v� ��r�'k e �2 rb r.,,),e Z</'•
pro v.-di £f1j cr :tk t _� 14aw1 [ 2If" ZY rsccDta �. ��-
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I
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
P E= Ft lKA I T C-_ C3 N. [ a i I 1 C)N
Case No + Hi..D96-0377
For PAY GARDNF It
Page . i
1 ) The u:ee , handling and fstora a of hazardous materials or flammable and combustible
Ilquids , n exeess of 10 gaiyons Is not allowed without the approval of the Mason County
F. i r o M!a r. r l
2 ) Pr-opo,-ed structure or any portion thereof ure rater than 30" in height tram strode I ine,
must;Iu
Lain a minimum nt 5 ' setback from all property lines, e3aseme+nts and 10 ' from
ail y and State noad right of ways .
3 ) Approved per s 1 ter-p l ail .
4 ) Struotpre Must be setback 5 ' from all utility and drainage easements , a total of 10 '
f om o property 1 i ne►, or a variance must be obta 1 r:ed from the Building Departmprlt .
5) Subject. to conditions of Resourne Land`, and Critical Arens (nLC) C `se>c�k 1 i g t not i i i oat i on
lette
6) Proposed structure or ort l uns t e+root with an projection over 30" in height from grade
lino, must maintain a Be cn distance between adjacent struvturea and that
turf:host projection .
7 ) All approved plans are required to be on-site for Inspection purposes . if inspegotlon Is
palled for and plans are not oie site Approvai WILL. NGT be cyrante+d . In addition, a
Re- inspection fee In they amount of $60 .00 per !lour (minimum i hour ) wi l i be char4ed and
mu •t be c llected try this department prior to any frrth�r inspeotlons being performed or
approval �qr nteci .
r
__ r ____..._.._-•--____r___.--- _ _._...__ ._._...
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
8 ) PURSUANT TO 19PI UNIFORM BUILDING CODE SECTION 305 (C ) AND SECTION 513 ALL SITES MUST
HAVE APPROVED NUMBFRS OR ADDRESSES PRbV I DFI) IN SUCH A POSITION AS TO Bk PLAINLY V I S I Bt E
AND 1-.EGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING
DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A
REINSPECTION FEE BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE WILL. BE
ASSESSED F OWNEA/CONTRACTOR FAILS TO PUT ADDRESS ON SITE PRIOR 10 RFOUESTING
I NSPE01 I OIAS .
9) No Ocoupanoy , This a,tructure is Iimited to M--1 use only riy ocher 1140 wlll be in
violation of the Uniforta Building Code and Mason Count qulations
unless a "Change of Use" permit i approved .
10) The use ' hindiing and storage of hazardous materials ot flammable and oombustible
liquid is exr..ess nt 10 gallons is not allowed without the approval of -the Mason County
Fire Marspa1 .
1 1.) ALL `� RUGT 1 ON MUST MEET OR EXCEED ALL. LOCAL_ CODES AND lIL3C REQUIREMENTS .
1':.1 ) Owner /bu I&+ r assumes a l l respons i b l i I t y I f dra i nt i e I d area i s
@1'ICUmkpi'
Permit No.
MASON COUNTY
BUILDING PERMIT APPLICATION
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 11.1., D1j
PLEASE PRINT �(J
#1 �ner LA die Phone# C7 S
Site Address F' a District#
City St Zip
Directions to Job Site 1 G
Owner Mailing Address
City St Zip $5/
Lien/Title Holder
LALRrl
Address I J
Clty �o ^nm St Zip S1
#2 Contractor Name Contractor Reg#
Address Expiration Date / /
City St Zip Phone#
#3 If septic is located o n pro ect site, include records.
Connect to Septic?�Public Water Supply Well
Connect to Sewer System? Name of System
(If residential, proof of potable water is required)
#4 f \Parcel No3��.- I - 1063 1
Legal Description-r -2—A c �'�oJ�. �m[ a� �� a2 Of SP '; y
#5 Building Square Footage: (existing/proposed)
1st FI / 2nd FI / 3rd FI / Loft /
Basement / Deck / #bedrooms / #bathrooms /
Garage1csDs k Carport / (Circle:Attached or Detached?
Other sq. ft. /
#6 Use of building ,�t1c�;ra4� t�Dr� S�oQ Describe work '.�
Uul- �a S1'OYR tJkFSmr�oi w�c AL M,y� oC �r4[bv� (��r9 A 4u2.D'M
#7 Type of Job: New Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOME INFORMATION
Model Year Make Model
Length Width Serial No.
# Bedrooms # Bathrooms Type of Heat
Purchase Price $
#9 Indicate by circling the a licable source if any water is on or adjacent to subject property:
River Pond Creek Strearr� Wetland Lake Marsh Saltwater easonal Runoff Other
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences `
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements
Name of Flanking Street Indicate Directional by (N, S, E, W)
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAW SITE PLAN BELOW
Al�
V441;� o
t
P _ 00'
lnckze
loop
)41 a
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
��-
� irSt
C',
d p ¢J
o � �
Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each)
No._Toilets CIRCLE FUEL TYPE: Gas, Electric,
Bath Basins Heatpump, Other
_Bath Tubs No. Units Fees
81wwers _ Furn BTU
Hot Wa Htr _ Heatpumps
Laundry Was Vent Systems
_Sinks _ Spot Vent Fans
Floor Drains No.. Boilers/Compressors
_Laundry Basins HP
Dishwasher No.. Air Handling Units
Disposal _ cfm#
Urinals No.. Fire Protection Systems
_Other Auto. Fire Alarm Sys 50,00
Fixed Fire Supp. Sys 50.00
Permit Basic Fee 15.00 Auto Fire Sprink Sys 25.00
TOTAL PLUMBING $ No. Other
s Outlets
Woo Gas, Pellet Stove
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $
MENCED. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMAN THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHO FIRST OBTAINI APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING ARTMENT. DEPARTMENT.
X OWNER X BY
DATE IiL DATE
FOR OFFICIAL USE ONLY: Accepted by: Date:
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
�i
Environmental Health:
Building Plan Review
Occupancy Group: Type of Const: !U�
Fire Marshal:
Other:
Special Conditions: FEES
Building Permit I �1
Plan Check L
Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee ` 4 o
Other
Other
Building Valuation: 1LI�Jl�.� TOTAL FEE
m
LVRE R SPECIFICATIONS Top Cnd Bottom Cho webs A
Top Chord 2x 6 R 210OF-1_6E MSR S-P-F [N] T 1--15266 B 1- 14801 W 1 - -2821 11 2 - 3182 Standard linftorq Loading {PSFI
Bet Chord 2x 6 IT 1650E-1.5E MSR S-P-F (NJ T 2--13i57 B 2- 10344 W 3 - 3182 A - - - - 2 COMPLETE TRUSSES RECVIREQ m
W 2621 TOLL 25.0; 150 3.3; BDDL 1.0;
Web Piece 2x 3 ■ !1/i2 CAN. S-P-F T 3'• 13157 B 3- 14901 Increase - _ 50 SPECIAL PLATE POSITIONING CHART
a 1 1
T A+ 15266 JOINTS %. {n) Y: » ANGLE
LIYE LDAO DEFLECTION BASED ON L/240 i {1 M ---
T.C. Purfine i 24_00 8.C_ PurltRs F f20.00 ------ ----- ------ ------ �
Top EFId Bottum CnO Webs 2-PLY @ 12 E-011 O.C. 1 10.20 2_00 0-0
DEARING REQUIREMENTS T 1- 0.823 B 1-'0.820 W 1 - 0.293 N 2 - 0.578 3 0.00 -5.67 0.0 H'
BEARING ACT. SIZE REO_ SIZE LBS T 2- 0.740 B 2- 0.590 W 3 - 0.578 14 4 - 0.295 5 -10.20 2.80 0.0 (A
BS 6.00 In. 4.06 In. 5371 T 3. 0.740 B 3- 0.820
EL 6.00 In. 4.06 In. 501 T A- 0.823 BLOCKING: T.C. @ 24" O.C.
1i
WHERE NO ROOF SHEATHING IS APPLIED B.C. qq l 10. O.C.
DIRECTLY TO THE TOP CHORD IT SMALL BE
BRACED AT INTERVALS NOT EXCEEDING THE
LESSER OF TIIE PANEL LENGTH OR THE
PVRLIN SPACTWG ALTf fNATE DETAIL 4 PRO c
vjiERE NO RIGID CEILING IS APPLIED DIRECTLY 11 ��,��' FIs11� (D
TO THE BOTTOM CHORD IT SHALL BE BRACED AT 1
INTERVALS N07 EXCEEDINGTHE LESSER Of TrE c 3�JH4 9 r PURLIN SPAC[NC, OR SO fT. O.C. �[ [I
ICBD. THIS TRUSS HAS SEEN DESIGNED IN DOUBLE ?ILTIBER 42 PLY)TRUSS MAY BE SPACED I UI
ACCORDANCE WITH ICBG RESEARCH REPORT 1607. 1 PLY TO EACH SIDE OT POLE 7 2X BLUZMG IS -C
R-5000 HOLOIN& VALUES ARE 203 PSI IN USED AT EACH PURLIN LDR AS INDIC1170 XWO
SOUTHERN FINE/C/.;u6LAS F[R-LARCH AND 152 FOR TOP AND WTTON CHORDS AND YHFRE 1XrATED (1
PSI IN HEM-FIR/SPRUCE-P!lIE-FIR.
ALONG EACH VCB AS SHWN BY 001 ATTACHNOT OREOON
3
• TO PILE 1S BY BTHERS olm HJST PROVIDE AIIEQ1JA11;
L-1[T SHALL CONSIST OF [2) HEMBERS FaSTEAEU BEARING AS REC,WIL PUWLMS MIST OVERLAP TO �� Yu LH� �,� 03
T06E'HER WITH [Off NAILS AT L2- OC THROUGHH- PAM'= C13NTIN.WS LATEGAL SUPPORT ATTACH b. � J-
Q'jI EACH`lEl'8ER MUST ,IAVE CONA£CTOR BLDC"4G WITH 0 10d CUMHC)I NAILS EACH EM
PLATES OCTH FACES OF EACH PINT AS SHORN THROUGH FROM EACH FACE IMF- TRUSS
Ul
Ate_ LUA05 S+IALL BE OI S'n]BVTEO EBY OTHERS!
W
EQUALLY TO EACH PLY
6-7-8 8-4-8 fir'
3 I2 aB75 �+
sv+ssz _.
4-2-15 2A4 7275 03
0-5-15z 10-5-15 rl 729G •ra R 61217
•p
rO52
So5660 �`
56:zo a-16-o 56120
10-7-0 10-7-G
30-0-0 i1:TRALL 'SPAN
[xPlnEs 1112/97
PLATE CODE SPACING DATE
E1 IS FHE RESPCIHSIBILIIY OF OINERS TO ASCERTAIN INAt THE LOADS VIILIZEO ON THIS DES[GH IEEI OR(ACTED TIE
P5000 LSy-% 144.00- O.C- H/1195 ACTUAL OE AO LOADS I-POSED OY THE SIRIJCT URF AHD TIE LIYE T.DABS JWOSEO BY I E LOCAL BUILO[NG CODE OR
HI5101LICAL 01.04ATIC RECORDS. NO RESPCN9C9IL[IT IS ASSVW-I) FOR DIMENSIONAL ACCWACY YEN6Y ALL
DIKAISIONS PRIOR 10 VABRICAT[CN. C)P ECTOR PLATES SHORN APE IRTSKAL 16. LB. OR 20 GAGE AS SPECIFIED
r&8Rt[AEEOa SHALL CO,IPLY WITH+NE DUAEI[Y CCFITRBL NANJAL' OF " IPIISS PLAFE INSTITOIE TIP11 AND tK Z
1RUSMAL�IRII5COMt NANIAL ALL PANELS NOT SPECIFECALtY DESIWTAICD ARE TO OE EOUATLY DIY[DED. .►OENOIES
SPECTAL CUFlING OMA•T LATERAL 8RACIK REOUIPED OF IAUIYIOUAL 111USS *KKP,S 15 H8116 OH INIS ORANIA6
IRIS DESIGN ASSUMES IAIE TOP SHCRO TO DE CONTIMIOUSLY SPACED Br SHEATHING LHILESS OTHEM91SE S'Atfl --ERE
A TrusP l us Design IIO RIGID CEf.LNG IS VPLIED O[RKTLY TO THE BOTTOM CHIORO. IT S•IALL BE BRACED Al INTERVALS.IBF EACEEO[NL
10'-04 PERSONS ERECTING 9FISWS AHE CAUT104ED TO SEEK PROF#SSIONAL AOv ICE� REGARDING lE1mOnAR, EnECIIOM C4 BWACE,IG Nn/CN 1S ALKAYS REOUIR%O TO PREVENT IOPPL IHG A.D DORINOIMG- RTFER 10 BRACING IM" IftSSES 01
A jj��� COIIIIE++I.:n aIq PECCH ENDAT10N6 ITPII RHERE CDWVO 3ON RAT EXIST CdREAHIRG PROPER F[V D FRECIIM.
CttARLT VAR[ INIENCOR 6EAn1RG LOCATEONS. CANTILEVERS, Awe TIE CHORDS OF THE tRuss EO PREVENT INPROP(R
O'M6f V TRUSUVAL SYSTEMS CORPORA;10N INSIAILAFEON TROSSES SI-LI NOT BE PLACED IN ANT LNrI«pHIEHt TNAE Ptll CAUSE !NE HG[SILSIE CONIENI V AK
.HODYIOOS�I;LFEO Arlgw,Of CALrA EXPERIENCECIDR AND 2HEREr�S ISyCUTi GEER WEN IMIE SCOPE OfREASDONSIBILLtIr�OrRICHg W*L m
Q
STOCK 30 / M 6 W/ HR/ Ver9ion 4.25 Qty - 1 / Trues name - $to
3068 DR
2X6 EAVE GIRT e
PURLIN ® 24 O.C. GABLE END RAFTERS
2X6 1650 MSR (2) 2x6 MSR 1650
NAIL EACH PURLIN TO 2X6 SOLID BLOCKING
0 BLOCK W/1-20d (TYP) FROM PURLIN CUTOFFS
I
Q TOENAIL PURLIN TO EA TOP NAIL BLOCK THRU TRUSS
CHORD W/1-20d (TYP) W/ 2-20d (TYP)
T_ A
ENOWALL COLUMN
6x6 HFIR SEL STR
(2 REQD EA WALL)
12' PURLIN 1 2'-9" PURLIN / 12' PURLIN
O O
I i
0 0
flF
3-20d THRU RAFTER
INTO PURLIN (TYP) IuI
Pp
I PRE-FAB/ENGRD
0 TRUSSES ( 4 TOTAL)
CORNER COLUMN TRUSS BEARING COLUMNS
6x6 HEIR SEL STIR 6x10 HEIR #1
(4 REQD) (4 REQD)
12x13 BP SL DR 12x13 BP SL DR
12-0" 12'-0" 12,-0"
36-0"
#1 Ox1" SCREWS
® 9" O/C (TYP)
PURLIN
PURLIN
END COLUMN 2x
INTERIOR RAFTERS
4-20d (TYP) ENDWALL (NP)
1 Od ®12" OC COLUMN
SIM LS50
(TYP) NOTESi
SEE TRUSS DRAWINGS FOR DOUBLE TRUSS
2x3 "T" BRACE BLOCKING REQUIREMENTS & WEB BLOCKING
(1 ROW) IN LINE LOCATIONS <DENOTED W/ lac SEE SHEET 2) .
W/END COLUMN NO DOOR OPENINGS OTHER THAN SHOWN,
*__A END WALL SECTION END WALL TO RAFTER
CONNECTION
METAL SALES PRO-PANEL II(TM) FOAM RIDGE CAP FASTEN W/
OR EQUAL. 0.0165"t GRADE E CLOSURES STITCH SCREWS AT 12
STEEL SIDIND 8c ROOFING. ALTERNATIVE RIBS
FASTEN W/ 1" CAD. PLATED 3
SCREWS #10 ® 9"0/C
4-20d
(EA SIDE)
2x6 4-20d
BLOCK W/ .. (EA SIDE)
2x3 "T" 4-20d
BRACE (EA SIDE)
W
Q
(� 5//8" BOLT THRU 2x6 BLOCK
TfZUSS (DO NOT DAMAGE a 6' O.C. 2-20d BLOCK TO
W TRUSS FPLATE) 84 2-20d EA SIDE COLUMN (EA END
4-20d (EA SIDE) OF BLOCK TYP)
0
m 2x6x 24 BLOCK W/
Q O 18-20d (EA SIDE)
I
N 1-1/4" MIN EDGE DISTANCE GIRTS 2x8 MSR 1850
2-1/2" MIN O.C. 0 24" O/C
W 2-1/2" MIN O.C. W/ 2x BLOCK EA END
W
H 2-1/2" MIN O.C.
2-20d GIRT TO
2x BLOCK (TYP)
J
I GRADE
4" CONCRETE SLAB W/#4
O HAIRPIN THRU COLUMN
2x10 PT SKIRT BOARD
W/3-20d EA END (TYP)
O 24' CIA CONCRETE FTG (TYP)
I
SHT 1 of 2
�,.,;... .-..
M & W BUILDING SUPPLY RAY G ARDNER ��XD D.
CUSTOM POLE BUILDINGS BC WAS
TAHUYA, WASHINGTON (J of �ti
30 'W I DE x 36 'LONG x 14 'EAVE COUNTY: MASON 22175 S. HWY. 99E !� ��✓ �` C� ';
CANBY, OREGON 97013 I, A. p
ROOF L❑AD� LIVE 25 PSF 6x ROUGH SAWN POLES TREATED TO 0.60 RET W/ CCA 503 263-6953 c�
TYPE C. SLAB & HAIRPINS SHOWN FOR CONSTRAINMENT,
DEAD LOAD 3 PSF DESIGN, MIX, THICKNESS, CJ's, & REINFORCEMENT BY 503� 266-7102 (FAX) `
WIND LOAD , 80 MPH EXP, B OTHERS. THIS STRUCTURE HAS NOT BEEN DESIGNED FOR
USE WITH INTERIOR FINISH MATERIALS SUBJECT 70 BY, DATE,
SOIL , ALLOWABLES DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT, PLANS 20062
FOUNDATION PRESSURE 1500 PSF HAVE BEEN PREPARED TO BE USED EXCLUSIVELY WITH GLC/DO 3/26/96
M&W BUILDING SUPPLY, INC , FURNISHED MATERIALS. C) CPSTER
LAT , SOIL BEARING , 150 PSF DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. THEY
BUILDING DESIGN ]994 UBC ARE NOT TO BE CONSTRUED AS HAVING BEEN PREPARED �iVAL
FOR BUILDING USE, OCCUPANCY, AND/OR FIRE & LIFE-
CL❑SED BUILDING SAFETY ISSUES REQUIRED BY LOCAL AGENCIES OR CODES. KIT MW96197
EX9'IfiES
1. ALL WORK SHALL BE INACCORDANCE WITH LOCAL CODES AND ORDINANCES,
AND THE LATEST EDITION OF THE UNIFORM BUILDING CODES 6 X C O LU M N
2. BOLT HEADS & NUTS BEARING ON ROOD SHALL HAVE STD. PLATE 3/4' HOLE THRU COLUMN
WASHERS. BOLTS SHALL BE ASTM A307. BOLT HOIX DU. SHAH. BE 1/16' 1-1/2" MIN
LARGER THAN BOLT DIA.
3. STRUCTURAL STEEL SHAPES AND PLATES SHALL BE AMU A36 UNLESS
OTHERWISE NOTED. 4X'S
4. REBAR SHALL BE GRADE 40 UNLESS OTHERWISE NOTED. (U.ON # X5' REBAR
.) COLUMN
5. CONCRETE FOR FOOTINGS Vc-2000 PSI; SLABS To-2500 PSI
6. CONCRETE FOR FOOTINGS AND BACKFIL. SHALL BE CASTE AGINST NATIVE 4" CONC
UNDISTURBED SOIL OF THE SIZE AND SHAPE AS SHOWN ON DRAWINGS.
FLOOR
7. BEARING BLOCKS SHALL BE PRE-DRIIILD PRIOR TO SETTING 20d NAM
8. 20d NAILS SHALL BE GALV. BOX TYPE ry BEND EA 2'-3"
9. BOLT HOLES SHALL BE DRITIED STRAIGHT AND PERPINDICULAR TO LEG AT 45'
THE COLUMN FACE TO ASSURE FULL BOLT BEARING
10. SEE TRUSS DRAWINGS FOR DOUBLE TRUSS BLOCIIIING REQUIREYENT9 lOY1 SCREWS ® 9" OTC
11. All 6z TIMBERS SHALL BE ROUGH SAWN FASTEN AT EACH GIRT OR PURLIN
12. NO OTHER MATERIAL4 SHALL BE USED W/O M&W BUILDING APPROAVAL �. NTS
3
1 NOTES � HAIR PIN ��� PANEL
J
GABLE END BUTT TOP 2X3 PURLINS NAIL BOTH PURLINS
RAFTER TIGHT TO COLUMN TO BLOCK W/
ENDWALL GIRT PURLIN 2-20d (TYP)
COLUMN 2X3 BLOCK
TOENAIL L
T BRACE THRU
PURLINS
20d ® INTO TRUSS
12" O.C. TRUSS TOP CORD (OR RAFTER)
F(OR RATER)
NAIL TO SIDE
OF ENDWALL NAIL BLOCK THRU TOP PURLINS
COLUMN TOP 2X3 RESTS ON CORD (OR RAFTER) PURLIN
W/2-20d 8c IS NAILED TO EA W/ 4-20d BLOCK
(TYP) BOTTOM CHORD (2 EA SIDE TYR.)
W/2-20d (TYR)
DOUBLE TRUSS
(OR RAFTERS)
J�
"T" BRACING DETAIL PURLIN BLOCK NAILING
(TRUSSED BUILDINGS ONLY)
SHT 2 of 2
M & W BUILDING SUPPLY RAY GARDNER
CUSTOM POLE BUILDINGS TAHUYA, WASHINGTON &
30 'W I DE x 36 'LONG x 14 'EAVE COUNTY: MASON 22175 S. HWY. 99E
CANROOF LOAD, LIVE 25 PSF 6x ROUGH SAWN POLES TREATED TO 0.60 RET W/ CCA 503E 3-6953OREGON 97013
TYPE C. SLAB & HAIRPINS SHOWN FOR CONSTRAINMENT, 503 263-7102
DEAD LOAD 3 PSF DESIGN, MIX, THICKNESS, CJ's, & REINFORCEMENT BY 503� 266-7102 (FAX)
WIND LOAD , 80 MPH EXP, B OTHERS. THIS STRUCTURE HAS NOT BEEN DESIGNED FOR
USE WITH INTERIOR FINISH MATERIALS SUBJECT TO BY, DATE
SOIL , ALLOWABLES DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT. PLANS
FOUNDATI❑N PRESSURE , 1500 PSF HAVE BEEN PREPARED TO BE USED EXCLUSIVELY WITH GLC/DO 3/26/96
M&W BUILDING SUPPLY, INC. FURNISHED MATERIALS .
LAT . SOIL BEARING , 150 PSF DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. THEY
BUILDING DESIGN 1994 UBC ARE NOT T❑ BE CONSTRUED AS HAVING BEEN PREPARED
FOR BUILDING USE, OCCUPANCY, AND/OR FIRE & LIFE-
CLOSED BUILDING SAFETY ISSUES REQUIRED BY LOCAL AGENCIES OR CODES. KIT MW96197